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Structural column with footing stilt background of the invention

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US7980034B2
US7980034B2 US11277069 US27706906A US7980034B2 US 7980034 B2 US7980034 B2 US 7980034B2 US 11277069 US11277069 US 11277069 US 27706906 A US27706906 A US 27706906A US 7980034 B2 US7980034 B2 US 7980034B2
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post
hole
assembly
stilt
concrete
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US20060236647A1 (en )
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Dave Fehr
Wayne A Knepp
Paul Remmele
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Morton Buildings Inc
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Morton Buildings Inc
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts

Abstract

A structural column assembly of the type used for erecting building structures and the like is bedded in a concrete footing formed in situ in an earthen hole. The column assembly includes a post whose bottom end is suspended above a floor of the hole by a stilt. The stilt includes a plurality of legs which extend from the post's bottom end and grip the hole floor through a plurality of cleats. The cleats help stabilize the column assembly during the concrete pour operation so that it does not shift out of position. The stilt legs are provided with a base pad, which is set below the bottom end of the post at a predetermined distance so that the concrete footing can be poured in a single operation immediately after the hole is formed. The stilt can accommodate posts made from wood, pre-cast concrete or any other known construction material. The stilts can be manufactured from formed flat steel or commercially available angle iron and channel stock.

Description

CROSS-REFERENCE TO RELATED APPLICATIONS

This application claims priority to U.S. Provisional Application No. 60/667,161 filed Mar. 31, 2005.

BACKGROUND OF THE INVENTION

1. Field of the Invention

The invention relates generally to a structural column assembly such as used to support framing members in the construction of buildings, structures and the like; and more particularly toward a column assembly including a footing stilt for supporting the bottom end of a column post a predetermined distance above the floor of an earthen hole to facilitate the in situ formation of a concrete footing.

2. Related Art

Structural column assemblies of the type used for post-frame construction and pole frame structures typically include an elongated wooden post having a bottom end anchored in the earth and a top, free standing end fixed in an upright position upon which framing, truss or other structural elements are attached. The bottom end of the post is typically supported in the earthen hole by either back-filled dirt or gravel or perhaps by concrete formed in situ thereabout.

In many applications, building codes require a concrete footing of perhaps 8 inches or 12 inches, for example, to be formed under the bottom of the column post. In common practice, numerous steps carried out over several days of job-site construction are required to properly set a single structural column assembly. As a first step, an earthen hole is dug to the prescribed depth and then filled partially with uncured concrete to form a footing of specified thickness. Once the concrete footing is sufficiently hardened, the bottom end of the post can be set in the hole, resting upon the cured concrete footing, whereupon it is temporarily supported in an upright posture with outrigger bracing and the remainder of the hole filled with either more concrete, or back-filled with gravel, dirt or other suitable materials. Accordingly, at least two trips to the job site are required, over a span of days, in order to set a post in an upright posture according to the prior art. These multiple trips to the job site increase the overall project cost, as well as extend the duration of the construction phase.

Another issue commonly encountered in the erection of structural column assemblies is the issue of uplift. Uplift is a phenomenon caused usually by strong winds acting upon a building, urging it to lift away from its foundation. An extreme example of uplift can be understood from a tornado or hurricane situation, in which an entire building can be pulled from its foundation. In order to combat the negative effects of uplift in both its mild and more severe forms, it is common to provide some kind of anchoring device for securing the bottom end of the post in its earthen hole. In the case where concrete is poured in situ into an earthen hole around the exterior of the post, it is sometimes a practice to affix laterally extending bolts or metallic pins to the bottom end of the post, which become embedded in the concrete and operative to resist uplift. Other anchoring methods have been proposed, all of which aim to combat the foreseeable problem of uplift.

In a tangentially related field, the prior art has taught the use of pre-formed metallic stilts to be attached to the bottom end of a post for use in light duty applications. In other words, for fence and signpost applications, it is known to attach a metallic stand or cage-like device to the bottom end of a post, and then set that so-called stilt into an earthen hole. For example, U.S. Pat. No. 4,543,757 to Cosgrove, issued Oct. 1, 1985, discloses a stilt attached to a light duty post, with concrete poured around the lower portion of the stilt. The stilt supports a square post at two opposite corners. Each stilt portion comprises an angled L-shaped member that supports extend longitudinally from the bottom end of the post. Fasteners are used to attach the post to the upper end of the stilt. The fasteners are exposed above the earthen hole and above the concrete footing so that the post can be replaced if it is damaged.

Similarly, U.S. Pat. No. 4,096,677 to Gilb, issued Jun. 27, 1978 discloses a similar stilt-like assembly which is attached to the bottom end of a light-duty post. The stilt is fastened to the bottom end of the post by fasteners which, like those disclosed in Cosgrove '757, are exposed above the earthen hole so that the post can be easily replaced if damaged. Similar examples of prior art stilt constructions may be found in U.S. Pat. No. 887,217 to Oliphant, U.S. Pat. No. 1,292,012 to Morris, U.S. Pat. No. 1,378,351 to Hoyle, and U.S. Pat. No. 4,924,648 to Gilb et al. It is not always desirable to see or otherwise be required to work around exposed fasteners.

In addition to these prior art examples which include fastening arrangements exposed above the earthen hole, they all include another deficiency. More particularly, when forming a concrete footing in situ in an earthen hole, the viscous, heavy concrete is likely to urge the bottom end of the post out of the preferred orientation. If the external, temporary bracing is not sufficiently strong, the poured concrete can cause the column assembly to shift in its earthen hole, resulting in a mis-set shifted orientation in the permanent, cured state. Because construction workers who are employed during this phase of a construction project are typically under time pressures and may not be disposed to correct for shifting during the pour, this situation can result in serious errors.

Accordingly, there is a need in the prior art for a structural column assembly of the type fixed in an earthen hole and embedded in a concrete footing formed in situ which includes a stilt assembly that overcomes the disadvantages and shortcomings existing in the prior art.

SUMMARY OF THE INVENTION AND ADVANTAGES

The subject invention comprises a structural column assembly embedded in a concrete footing formed in situ in an earthen hole. The assembly comprises an earthen hole having a longitudinal depth measured from a surrounding grade surface to a floor thereof. The longitudinally extending post has a top end and a bottom end. The bottom end of the post is disposed in the earthen hole and is suspended between the floor and the grade surface. A stilt is disposed in the earthen hole and fixedly attached to the bottom end of the post. The stilt engages the floor of the earthen hole and is operative to temporarily stabilize the post in the earthen hole in a generally upright orientation with its bottom end spaced a predetermined distance above the floor. A hardened concrete footing in the hole and envelops at least a portion of the stilt. At least one fastener interconnects the post and the stilt, with the fastener being disposed entirely within the earthen hole and recessed below the grade surface whereby its presence in the column assembly may be undetectable upon inspection of the post above the grade surface.

According to another aspect of the invention, a method is provided for setting a structural column assembly in an upright orientation and embedded within a concrete footing formed in situ in an earthen hole. The method comprises the steps of forming an earthen hole having a longitudinal depth measured from a surrounding grade surface to a floor thereof, providing a longitudinally extending post having a top end and a bottom end, affixing a stilt to the bottom end of the post, placing the stilt into the hole against the floor to temporarily stabilize the post in a generally upright orientation with its bottom end spaced a predetermined distance above the floor, pouring uncured concrete into the hole and enveloping at least a portion of the stilt and the bottom end of the post. The step of affixing the stilt to the bottom end of the post includes securing at least one fastener therebetween and fully recessing the fastener below the grade surface whereby its presence in the column assembly may be undetectable upon inspection of the post above the grade surface.

Accordingly, the subject invention recesses its fasteners between the stilt and the post below grade surface so that they cannot be seen, do not interfere with the attachment of additional construction members, and are not subject to the same type of corrosion and environmental concerns as found in the prior art.

According to yet another aspect of the invention, a structural column assembly of the type for bedding in a concrete footing formed in situ in a earthen hole is provided. The assembly comprises a longitudinally extending post having a top end and a bottom end. A stilt is fixedly attached to the post and extends longitudinally from the bottom end thereof. The stilt includes a base pad for establishing a generally perpendicular resting surface for the column assembly against the floor of the earthen hole to temporarily stabilize the post in a generally upright orientation. The improvement comprises at least one cleat extending below the base pad for piercing the floor of the earthen hole to resist inadvertent shifting movement of the column assembly prior to the introduction and hardening of concrete in the earthen hole.

A counterpart method according to this aspect of the invention is provided for setting a structural column assembly in an upright orientation embedded within a concrete footing formed in situ in an earthen hole. The method comprises the steps of forming an earthen hole having a longitudinal depth measured from a grade surface to a floor thereof, providing a longitudinally extending post having a top end and bottom end, providing a stilt having a generally planar base pad, affixing the stilt to the post with the base pad spaced longitudinally from the bottom end and oriented generally perpendicular to the longitudinal extent of the post, placing the stilt into the hole with the base pad resting against the floor to temporarily stabilize the post in a generally upright orientation, and pouring concrete in an uncured, fluidic form into the hole and enveloping at least a portion of the stilt and the bottom end of the post. The improvement here comprises piercing the floor of the hole with at least one cleat extending below the base pad and below the concrete footing so as to resist inadvertent shifting movement of the column assembly prior to the step of pouring concrete in the hole.

Thus, the subject invention as defined by these later expressions of the invention are effective to resist inadvertent shifting of the column assembly out of its predetermined orientation during the concrete pouring step. Therefore, a column assembly made in accordance with this aspect of the invention is more likely to remain in its preferred orientation and location even if the construction workers are not particularly careful or if they do not properly set temporary brace structures prior to the step of pouring the concrete in the hole.

BRIEF DESCRIPTION OF THE DRAWINGS

These and other features and advantages of the present invention will become more readily appreciated as the same becomes better understood by reference to the following detailed description when considered in connection with the accompanying drawings, wherein:

FIG. 1 is a perspective view of a structural column assembly according to the subject invention;

FIG. 2 is a front elevation view of the column assembly shown in FIG. 1;

FIG. 3 is a side elevation view of the column assembly;

FIGS. 4A-D depict a progression through the steps of forming a concrete footing in situ in an earthen hole about the subject column assembly;

FIG. 5 is a fragmentary perspective view of a first alternative embodiment of the subject column assembly in which the post is fabricated from pre-cast concrete;

FIG. 6 is a perspective view as in FIG. 1 but depicting a second alternative embodiment of the subject column assembly;

FIG. 7 is a fragmentary perspective view of a third alternative embodiment of the subject column assembly;

FIG. 8 is a front view of an unformed sheet metal workpiece cut and prepared for subsequent bending to form a section of the stilt according to the third alternative embodiment;

FIG. 9 is a view of the part depicted in FIG. 8 as subsequently bent and shaped into a final operative design;

FIG. 10 is a perspective view of a fourth alternative embodiment of the subject column assembly including an optional base plate interconnecting the discrete legs to increase stability;

FIG. 11 is a front view of a sheet metal part in a cut but unbent condition for subsequent use in a column assembly according to the fourth alternative embodiment; and

FIG. 12 is a front view of the part of FIG. 11 bent and formed into an operative configuration for subsequent attachment to the bottom end of a post according to the fourth alternative embodiment.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT

Referring to the Figures, wherein like numerals indicate like or corresponding parts throughout several views, a structural column assembly according to the subject invention is generally shown at 20 in FIG. 1-4D. The column assembly 20 is of the type adapted to be embedded in a concrete footing, generally indicated at 22 in FIGS. 4B-4D. The concrete footing 22, in turn, is preferably not of the pre-cast type, but rather of that type formed in situ in an earthen hole 24. The hole 24 is formed by any of the known techniques, including digging or boring to a depth which is prescribed by local building codes or customs. The depth can be measured longitudinally from the surrounding grade surface 26 to a floor 28 of the hole 24. Typically, the hole 24 will be cylindrical in form, but other shapes are possible. And, while the preferred implementation of the subject column assembly 20 contemplates forming the hole 24 in the earth per se, it must be appreciated that foreseeable circumstances may require formation of a hole in some substance other than earth, and that such hole 24 remains within the meaning of earthen hole 24 is used throughout.

The column assembly 20 further includes a longitudinally extending post, generally indicated at 30, of the type typically made from chemically treated wood, although other post compositions are certainly within the scope of this invention. In the example depicted in FIG. 1 for example, the post 30 is fabricated from a lamination of three so-called 2× members. Depending upon the application, these 2× members may be 2×6, 2×8, 2×10, etc. This results in a post 30 having four planar exterior faces 32 with longitudinally extending corners 34 formed at the intersection of adjacent faces 32. While this is a typical geometric configuration for posts used extensively throughout the construction industry, it will be appreciated that posts 30 having other shapes, including round cross-sections, are contemplated and within the scope of this invention.

The post 30 includes a top end 36 and a bottom end 38. The bottom end 38 forms that portion of the post 30 which is disposed in the hole 24 and, according to this invention, is suspended at a predetermined distance between the floor 28 and the grade surface 26. The predetermined distance is variable, and dictated by the application and by local building codes or customs. This predetermined distance between the bottom end 38 of the post 30 and the floor 28 is filled with the concrete footing 22 and forms a structural foundation for any subsequent building or other structure which may be constructed around the column assembly 20. For example, for structures which experience unusually high snow loads or which are very heavy for other reasons, the predetermined distance the bottom end 38 of the post 30 and the floor 28 of the hole 24 may be on the order of 12 inches or more. Whereas, for lighter duty applications such as pole barns or livestock shelters as may be found in mid-western states of the United States, the predetermined distance between the bottom end 38 of the post 30 and the hole floor 28 may be on the order of 8 inches. These distances are provided for illustrative purposes only, and are not to be taken as limiting in any way.

The column assembly 20 further includes a stilt, generally indicated at 40. Preferably, although not necessarily, the stilt 40 comprises a cage-like metallic structure affixed to the bottom end 38 of the post 30. The stilt 40 is disposed in the earthen hole 24 and engages the floor 28 so as to temporarily stabilize the post 30 in a generally upright orientation extending upwardly, out of the hole 24. The stilt 40 is effective to establish the spaced, predetermined distance between the bottom end 38 of the post 30 and the floor 28 of the hole 24. In other words, the stilt lifts the bottom end 38 of the post 30 above the floor 28 to reliably maintain and achieve the predetermined distance needed to accomplish the required foundation thickness of the concrete footing 22. The stilt 40 is attached to the post 30 using one or more fasteners 42. As shown in FIGS. 1-3, these fasteners 42 may comprise appropriately sized nails driven to and securely seating in the wooden fabric of the post 30. Alternatively, the fasteners 42 may comprise screws or even a bolt as will be described in connection with FIG. 5 below.

In a preferred embodiment of the invention, the stilt 40 includes a plurality of discrete legs 44 all extending generally parallel to the longitudinal extent of the post 30. In other words, the legs 44 extend straight down as if an extension of the post 30 itself. For structural integrity and economy reasons, the legs 44 may be manufactured from formed flat steel or commercially available angle iron, which is characterized by an L-shaped cross-section. In this configuration, the legs 44 can be placed over the respective corners 34 of the post 30, with the fasteners 42 driven into adjacent surfaces thereby providing multiple vectors of fixation. This results in a sturdy, stable attachment of each leg 44 to the post 30. Accordingly, in the preferred embodiment depicted here, four such legs 44 extend from each of the four corners 34 of the post 30 downwardly into the hole 24 to support the post 30 above the floor 28.

The stilt 40 further includes a base pad 46 for establishing a generally perpendicular resting surface for the column assembly 20 against the floor 28 of the hole 24. The base pad 46 functions to temporarily stabilize the post 30 in a generally upright orientation to facilitate further operations such as exterior column stabilization and concrete filling. In this embodiment, the base pad 46 is formed by a plurality of discrete members which function also to reinforce the stilt 40. These discrete members here take the form of a pair of lower reinforcing members 48 each having a generally U-shaped cross-section. The U-shaped cross-section provides structural integrity and allows the lower reinforcing members 48 to be manufactured from formed flat steel or commercially available channel stock. Those skilled will understand that other configurations of the lower reinforcing members 48, i.e., other than channel stock, can be used without departing from the spirit of the invention. Therefore, in this embodiment, the base pad 46 exists as the lower most horizontal surface of the U-shaped channels which comprise the lower reinforcing members 48. As will be seen in later embodiments, the base pad can take other forms. Preferably, the lower reinforcing members 48 connect two adjacent legs 44 and are secured in place by rivets 50 or other suitable fastening techniques which may include welding or the like.

The longitudinal distance between the base pads 46 and the bottom end 38 of the post 30 comprises the predetermined distance at which the bottom end 38 must be set above the hole floor 28. According to this embodiment of the invention, the stilt 40 can be adjusted somewhat in the location of its attachment to the post 30 such that the predetermined distance can be set differently from one job to the next. In order to facilitate attachment of the stilt 40 in the proper location, one or more markers 52 can be provided on the legs 44 to aid in the assembly. As shown in FIGS. 1-3, the markers 52 may comprise simple visual indicators on each leg 44 which, when aligned with the bottom end 38 of the post 30, insure accurate spacing to the base pads 46. If, for example, the markers 52 are set at the standard 8 inch foundation mark, the resulting predetermined distance will be set at 8 inches. Of course, multiple markers 52 may be used to provide greater variability for use in different applications.

To further stiffen and add uplift resistance to the stilt 40, upper reinforcing members 56 can be added between adjacent legs 44. Like the lower reinforcing members 48, these upper reinforcing members 56 can be manufactured from formed flat steel or commercially available channel stock and attached to the respective legs 44 using rivets 58 or other suitable devices. Although the upper reinforcing members 56 are depicted in a parallel orientation relative to the lower reinforcing members 48, they can be angled.

The stilt 40 further includes a plurality of cleats 54 extending below the base pad 46 and piercing the floor 28 of the hole 24. The cleats 54 function to resist inadvertent shifting movement of the column assembly 20 prior to the introduction and hardening of concrete 22 into the earthen hole 24, as shown in FIGS. 4A-C. In this embodiment of the invention, the cleats 54 comprise extensions from each of the legs 44 below the lower reinforcing members 48. Thus, each cleat 54 extends with the same L-shaped cross-section found in the integral legs 44 to a first bottom edge 55 and a second bottom edge 57, wherein first bottom edge 55 and second bottom edge 57 are transverse with respect to one another. The length of each cleat 54, i.e., as measured from the base pad 46, can be variable but is preferably confined to a range which is long enough to provide sufficient grip in the floor 28 without impeding full surface-to-surface contact between the base pad 46 and the floor 28. In practice, cleat 54 lengths in the order 0.75-1.0 inches have been found to yield acceptable results. However, other lengths may be found suitable, depending upon soil conditions and other application variables. By utilizing a plurality of cleats 54, spaced apart one from another, the stilt 40 provides resistance against rotation as well as translation relative to the floor 28. This, in turn, results in a more stable support for the column assembly 20 during the concrete filling operation.

Referring now to FIGS. 4A-D, the method for setting the structural column assembly 20 in an upright orientation and embedded within the concrete footing 22 is depicted. Here, the stilt 40 and post 30 assembly is placed into the hole 24 with the base pad 46 resting thereagainst. The stilt 40 acts to temporarily help stabilize the post 30 in an upright orientation. The predetermined distance between the bottom end 38 of the post 30 and the floor 28 can be adjusted to suit local building codes or customs. Preferably, although not necessarily, the depth of the hole 24 is approximately twice the height of the overall stilt 40. By this measure, the upper ends of the legs 44 come to rest approximately half way between the floor 28 and the surrounding grade surface 26. This relationship is only an example, and the invention may be practiced otherwise than here described. Often, the hole depth is based on embedment requirements.

According to FIG. 4B, concrete is poured in an uncured, fluidic form into the hole 24 so that it completely fills the space below the bottom end 38 of the post 30. Later, when the concrete 22 has hardened, that portion of the concrete 22 below the bottom end 38 will function as a footing foundation for the resulting structure. Preferably, the concrete poured into the hole is continued so that it surrounds and envelops the bottom end 38 of the post 30 together with the entire stilt 40. That is, the entire portion of the legs 44, except the cleats 54, are encased in the concrete footing 22. Although, this fill depth for the concrete footing 22 can be adjusted with more or less concrete added to suit a particular application. The remainder of the hole 24 as shown in FIGS. 4C and 4D may be backfilled with dirt to the grade surface 26 or, if desired, concrete 22 can be filled all the way to the top.

To further stabilize the column assembly 20 during this pouring operation, a steel support angle or 2× framing 60 can be staked to the grade surface 26 and affixed to one face 32 of the post 30. This is a temporary measure, and the support angle or 2× framing 60 is removed after the concrete 22 is set. Once the concrete footing 22 is fully set, the lower reinforcing members 48, together with the upper reinforcing members 56 provide anchorage within the concrete 22 and provide uplift resistance to secure the column assembly 20 in high wind conditions. A portion of a building 59 is shown in phantom in FIG. 4D.

Referring now to FIG. 5, a first alternative embodiment of the subject invention is shown as a fragmentary perspective view with parts and components corresponding to those described above being identified with like reference numerals but preceded by the prefix “1”. In this embodiment, the post 130 is of the type fabricated from a pre-cast concrete material. In such applications, the method of attaching the stilt 140 to the post 130 must be altered. In this case, the fastener 142 takes the form of an elongated bolt and threaded nut arrangement. A single such fastener 142 is used in conjunction with a modification to the stilt 140. The modification comprises a web plate 162 which is affixed to adjacent legs 144 near their upper ends by a plurality of rivets 164 or other suitable fasteners. The web plate 162 has a hole formed therein to receive the fastener 142. All other aspects of the subject invention are consistent with the column assembly 20 described above in connection with FIGS. 1-4D.

FIG. 6 illustrates a second alternative embodiment of the subject invention, wherein like or corresponding parts are represented with similar reference numerals, preceded by the prefix “2”. In this embodiment, which again illustrates the post 230 as a laminated wood construction, is distinguished from the original, preferred embodiment by the addition of a cross-member stiffener 266 attached between adjacent legs 244 at approximately the same elevation as the upper reinforcing members 256. Due to clearance space constraints, together with a desire for added uplift resistance capacity, the cross-member stiffeners 266 are affixed to the outside of the legs 244, with a U-shaped cross-section facing outwardly from the stilt 240. All other aspects, as well as the method for setting the column assembly 20, is identical to the preferred embodiment.

FIGS. 7-9 represent a third alternative embodiment of the subject invention, wherein like or corresponding parts are described using similar reference numbers preceded by the prefix “3”. In this construction, the stilt 340 is made from specially formed and shaped sheet metal components. In FIG. 8, the sheet metal is shown in a cut, but unbent condition with broken lines depicting subsequent bend location. This construction results in an integral, continuously formed base pad 346, lower reinforcing member 348 and two adjacent legs 344. The cleats 354 are shaped with a point to enhance bite into the floor of the hole 224. Also in this design, the upper reinforcing members 356 comprise sections of angle iron attached to the outer surface of the legs 344. These upper reinforcing members 356 are helpful in this embodiment for providing added uplift resistance.

FIGS. 10-12 illustrate a fourth alternative embodiment of the subject invention, wherein like or corresponding parts are described using similar reference numerals preceded by the prefix “4”. In this version, the stilt 440 is formed by four independent legs 444 each cut and bent from a single piece of sheet metal. FIGS. 11 and 12 depict a single leg 444 in both pre-bent and post-bent conditions, respectively. Here, the base pad 446 does not function as an integral part of the lower reinforcing member 448. Rather, if a lower reinforcing member 448 is deemed necessary, it is attached to the base pads 446 of each leg 444 as an optional plate-like structure using rivets 468 or by other fastening means. The optional lower reinforcing member is illustrated in FIG. 10. Additional uplift resistance can be accomplished by forming punched holes 470 in the legs 444 which enable concrete to harden inbetween.

The bottom of each leg 444 is provided with a subtly pointed cleat 454 to help stabilize the column assembly 420 in the hole during the concrete fill operation.

The subject invention, in any of the alternative forms depicted herein yields an improved structural column assembly which is inexpensive to manufacture, easy to assemble and enables a building structure to be assembled around the column assembly more quickly than can be achieved using prior art techniques. Furthermore, the unique cleat arrangement helps stabilize the column assembly in the hole 24 during the concrete pour operation. This results in a straighter, better oriented column assembly with which subsequent construction operations can be carried out more accurately and effectively.

The invention has been described in an illustrative manner, and it is to be understood that the terminology which has been used is intended to be in the nature of words of description rather than of limitation. Obviously, many modifications and variations of the present invention are possible in light of the above teachings. It is, therefore, to be understood that within the scope of the appended claims, the invention may be practiced otherwise than as specifically described. The invention is defined by the claims.

Claims (26)

1. A structural column assembly for being bedded in a concrete footing formed in situ in an earthen hole having a longitudinal depth measured from a surrounding grade surface to a floor thereof, said assembly comprising:
a longitudinally extending post having a top portion and a bottom portion, said bottom portion being disposed in said earthen hole suspended between said floor and grade surface at a variable predetermined distance;
a stilt having an upper portion and a lower portion, wherein the stilt is at least partially disposed in said earthen hole, the upper portion including a portion thereof substantially contacting the bottom portion of said post and configured for being fixedly attached to said bottom portion of said post such that the lower portion of the stilt is in axial alignment with the post, said lower portion of the stilt including first and second transverse bottom edges, the first and second bottom edges being non-parallel with respect to one another, wherein the first and second bottom edges pierce and extend into the earthen floor to form a movement-resistant engagement with said floor of said earthen hole and to support said post in said earthen hole in a generally upright orientation with said bottom end of said post spaced at the predetermined distance from the earthen floor as a footing of concrete is poured in the earthen hole.
2. The assembly of claim 1 wherein said stilt is disposed entirely within said earthen hole and fully recessed below said grade surface.
3. The assembly of claim 2 wherein said stilt includes a plurality of discrete legs extending generally parallel and in a substantially axial relationship relative to the longitudinal extent of said post.
4. The assembly of claim 3 wherein said post includes a plurality of planar exterior faces with longitudinally extending corners formed at the intersection of said faces, and one of said plurality of legs extending from adjacent each of said corners.
5. The assembly of claim 4 wherein each said leg has a L-shaped cross-section.
6. The assembly of claim 3 further including a lower reinforcing member interconnecting each leg to at least one adjacent leg.
7. The assembly of claim 6 wherein said lower reinforcing member comprises a U-shaped cross-section.
8. The assembly of claim 6 further including an upper reinforcing member spaced from said lower reinforcing member and interconnecting each said leg to at least one adjacent said leg.
9. The assembly of claim 3 further including at least one fastener interconnecting said post to said footing stilt at the portion substantially contacting the post.
10. The assembly of claim 3 wherein said stilt includes a base pad for establishing a generally perpendicular resting surface for said column assembly against said floor of said earthen hole.
11. The assembly of claim 1, further comprising a marker defined on the upper portion of the stilt at a position corresponding with the location at which the post is to be fixedly attached with the upper portion to facilitate supporting said post in the earthen hole at the predetermined distance.
12. The assembly of claim 11, wherein the marker is an aperture.
13. The assembly of claim 10 wherein said stilt includes at least one cleat extending below said base pad and piercing said floor of said earthen hole to resist inadvertent shifting movement of said column assembly prior to the introduction and hardening of said concrete in said earthen hole.
14. The assembly of claim 10 wherein said stilt includes at least two cleats spaced apart from one another and respectively piercing said floor of said earthen hole.
15. A structural column assembly bedded in a concrete footing formed in situ in an earthen hole having a longitudinal depth measured from a floor to a grade surface, said assembly comprising:
a longitudinally extending post having a top end and a bottom end, said bottom end disposed toward said floor of said earthen hole and said top end extending above said grade surface;
a stilt including an upper portion and a lower portion, wherein the upper portion of the stilt is fixedly attached to said post and the lower portion of the stilt extending longitudinally from said bottom end of said post to said floor of said hole, said lower portion of the stilt including a base pad with a generally perpendicular resting surface contacting said floor of said earthen hole to temporarily stabilize said post in a generally upright orientation;
a footing formed of poured concrete disposed in said hole and covering at least a portion of said stilt;
and at least one cleat associated with the lower portion of the stilt and extending axially below said base pad and said concrete footing and including first and second transverse edges in a non-parallel relationship with respect to one another for piercing said floor of said earthen hole to resist inadvertent shifting movement of said column assembly prior to the introduction and hardening of poured concrete disposed in the earthen hole, wherein the base pad is in a medial position between the at least one cleat and the bottom end of the post along a longitudinal axis thereof.
16. The assembly of claim 15 wherein said base pad comprises a plurality of discrete members.
17. The assembly of claim 15 wherein said stilt includes at least two of said cleats spaced apart from one another.
18. The assembly of claim 15 wherein said stilt includes a plurality of discrete legs extending from generally parallel to the longitudinal extent of said post.
19. The assembly of claim 18 wherein said post includes a plurality of planar exterior faces with longitudinally extending corners formed at the intersection of said faces, and one of said plurality of legs extending from adjacent each of said corners.
20. The assembly of claim 18 wherein each said leg has a generally L-shaped cross-section.
21. The assembly of claim 18 further including a lower reinforcing member interconnecting each said leg to at least one adjacent said leg.
22. The assembly of claim 21 wherein said base pad extends integrally from said lower reinforcing member.
23. The assembly of claim 21 wherein said lower reinforcing member comprises a U-shaped cross-section.
24. The assembly of claim 21 further including an upper reinforcing member spaced from said lower reinforcing member and interconnecting each said leg to at least one adjacent said leg.
25. The assembly of claim 15 further including at least one fastener interconnecting said post to said footing stilt.
26. The assembly of claim 25 wherein said fastener is recessed below said grade surface.
US11277069 2005-05-02 2006-03-21 Structural column with footing stilt background of the invention Active 2028-08-30 US7980034B2 (en)

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8141830B1 (en) * 2011-04-22 2012-03-27 Hudson Robert E Corner pole bracket system
US20120085050A1 (en) * 2010-10-07 2012-04-12 Robert Greenwood Modular consumer assembled stamped metal post base that allows framing before concrete is poured
US8347571B2 (en) * 2005-05-02 2013-01-08 Morton Buildings, Inc. Structural column with footing stilt
US8584413B1 (en) * 2011-01-31 2013-11-19 William R. Keller, Sr. Easily connectable anchor and pillblock replacement for an embedded wooden post
US20150093184A1 (en) * 2013-09-30 2015-04-02 Drew P. HENRY Hollow connector sleeve with interlocking components
US20150361684A1 (en) * 2013-02-21 2015-12-17 EML Products Inc. Sleeves for sign posts
US20160319564A1 (en) * 2015-03-05 2016-11-03 Western Timber Frame, Inc. Self-adjusting metal wrap for wooden posts
US9540814B2 (en) 2012-06-08 2017-01-10 Perma-Column, Inc Foundation column
US9719257B2 (en) 2013-12-06 2017-08-01 Jack Walters & Sons, Corp. Friction fit composite column

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FI117484B (en) * 2002-05-24 2006-10-31 Stonel Oy The system for mounting the facade panels
US20090215621A1 (en) * 2008-02-27 2009-08-27 Elmer's Products, Inc. Coloring system with encapsulated dyes
US8640419B2 (en) * 2011-02-18 2014-02-04 Senvex Co., Ltd. Method of constructing prefabricated steel reinforced concrete (PSRC) column using angle steels and PSRC column using angle steels
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US8572905B1 (en) * 2011-12-28 2013-11-05 Tab F. Driggers Method and apparatus for anchoring beam
US8834072B1 (en) * 2012-01-26 2014-09-16 William T Donald Method for forming suspended foundations
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Citations (64)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US284219A (en) * 1883-09-04 Anchoring-socket for fence-posts
US405658A (en) * 1889-06-18 Pole or post protector
US498559A (en) * 1893-05-30 Bridge-post
US519445A (en) * 1894-05-08 Base for fence-posts
US887217A (en) * 1908-01-03 1908-05-12 William A Oliphant Post.
US976879A (en) * 1909-06-07 1910-11-29 Hardin M Hughs Base for poles or posts.
US985681A (en) * 1909-12-07 1911-02-28 Valentine Konopinski Pole-protector.
US1243933A (en) * 1916-04-14 1917-10-23 George Harding Apparatus for reinforcing poles.
US1290563A (en) * 1917-03-26 1919-01-07 Harry James Pole-anchoring base.
US1292012A (en) * 1917-11-07 1919-01-21 Alexander C Morris Post-support.
US1358951A (en) * 1918-07-29 1920-11-16 Daniel P Helmich Pier
US1544863A (en) * 1924-04-28 1925-07-07 Ross Alfred Reenforced-concrete pole base
US1555945A (en) * 1923-12-08 1925-10-06 Cuttle Francis Pole support
US1564109A (en) * 1921-08-12 1925-12-01 Ponsolle Leon Post base
US1599250A (en) * 1925-04-25 1926-09-07 Schatz Anton Partitioned pedestal of armored concrete for masts
US1965639A (en) * 1933-08-19 1934-07-10 Glass Matthew Clothespole socket
US1979580A (en) * 1931-03-19 1934-11-06 Eastern Malleable Iron Company Pole mounting
US2135389A (en) * 1937-06-23 1938-11-01 Dempsey Clarence Michael Cement and iron combined post base
US2790524A (en) * 1955-07-26 1957-04-30 Herrschaft William Structural supports
US2826281A (en) * 1954-03-09 1958-03-11 Albert C Green Support or anchors for vertical columns or the like
US2947149A (en) * 1958-02-11 1960-08-02 Jr Lowell J Barkley Pile with self-spreading anchors
US3332247A (en) * 1964-02-14 1967-07-25 Proctor Edward Augustus Piles
US3342444A (en) * 1965-07-12 1967-09-19 Allen W Key Post stabilizer
US3514911A (en) * 1968-05-06 1970-06-02 Gerole Intern Inc Line pole rock anchor brackets
US4004383A (en) * 1974-11-08 1977-01-25 Tsuguhiko Watanabe Method and device for anchoring a strut
US4047356A (en) * 1975-12-22 1977-09-13 Depirro Mario Louis Post footing form holder and stabilizer system
US4120125A (en) * 1977-11-10 1978-10-17 Joseph Cvetan Post support
US4156332A (en) * 1977-08-29 1979-05-29 Thompson Earl M Knockdown sign post assembly
US4218858A (en) * 1978-12-13 1980-08-26 Tri-Steel Fabricators Ltd. Tri-anchor bracket for poles
US4229919A (en) * 1979-02-12 1980-10-28 Oakwood Manufacturing, Inc. Kit of components for interconnecting structural members, and method of utilizing same
US4272929A (en) * 1979-08-23 1981-06-16 Hanson Bror H Tower and method of construction
US4387543A (en) * 1981-02-05 1983-06-14 P. H. Bowman Co., Inc. Anchor bracket
US4543757A (en) * 1983-08-08 1985-10-01 Cosgrove Eunice M Post support and protector
US4570409A (en) * 1983-12-07 1986-02-18 Palm Harbor Homes, Inc. Foundation system for modular and mobile housing
US4646489A (en) * 1986-02-07 1987-03-03 Feller Duane D Plastic fence post bottom repair device
US5020605A (en) * 1989-10-19 1991-06-04 Product Research And Development Post driver and methodology
US5027575A (en) * 1988-06-14 1991-07-02 Team, Inc. Method and apparatus for composite pole repair
US5039256A (en) * 1990-03-15 1991-08-13 Richard Gagliano Pinned foundation system
US5050356A (en) * 1988-07-19 1991-09-24 Houston Industries Incorporated Immured foundation
US5060435A (en) * 1990-02-15 1991-10-29 Bogdanow Anatol L Bracket for support of vertical pole
US5104265A (en) * 1991-04-30 1992-04-14 Halloran Jr Charles F Channel sign post socket and method of installing sign post
US5133164A (en) * 1990-12-14 1992-07-28 Tri-Steel Industries Inc. Pole anchoring system
US5203817A (en) * 1992-01-27 1993-04-20 Joe Klumpjan Fence post bracket
US5392573A (en) * 1994-03-14 1995-02-28 Gould; William W. Concrete anchoring bolt
US5396743A (en) * 1990-10-22 1995-03-14 Bellette; Rodney W. Anchorage device for use in sand or sandy soils
US5404682A (en) * 1992-03-24 1995-04-11 West; Ronald R. Adjustable mounting for a post system
US5426267A (en) * 1992-11-05 1995-06-20 Underhill; George R. Highway and airport sound barriers
US5456051A (en) * 1994-01-03 1995-10-10 Lowtech Corporation, Inc. Compression spacer for bar reinforcement
US5542549A (en) * 1994-11-22 1996-08-06 The Siemon Company Cross connect frame for communication connector blocks and other devices
US5547315A (en) * 1994-07-08 1996-08-20 Halloran, Jr.; Charles F. Post anchor
USRE35322E (en) * 1988-06-14 1996-09-03 Richard C. Hannay Method and apparatus for composite pole repair
US5636482A (en) * 1995-09-11 1997-06-10 Klager; James E. Wood fence post repair device and method
US5666774A (en) * 1995-06-30 1997-09-16 Simpson Strong-Tie Company, Inc. Adjustable support system
US5857664A (en) * 1997-04-03 1999-01-12 Schauman; Tor Fence system
US5901525A (en) * 1998-11-13 1999-05-11 Robert L. Consolini Elevated base for column support
US6089973A (en) * 1998-07-23 2000-07-18 Sps Corporation Greenhouse venting system
US6098351A (en) * 1996-04-04 2000-08-08 Mills; Richard E. Grade-level rot-resistant shrink-wrapped wooden posts
US6161360A (en) * 1999-05-20 2000-12-19 Smith; Earl D. Apparatus for supporting reinforcement bar
US6202369B1 (en) * 1996-08-21 2001-03-20 Stanley E. Partee Universal anchor system
US6398392B2 (en) * 1996-09-16 2002-06-04 Musco Corporation Ballast box pole mounting system
US6401411B1 (en) * 2000-06-02 2002-06-11 Walpole Woodworkers, Inc. Post base
US6585454B1 (en) * 2000-10-04 2003-07-01 John D. Fisher Apparatus and method for anchoring a dock
US6732673B2 (en) * 2002-02-27 2004-05-11 Flexstake, Inc. Drivable post and marker
US20060201087A1 (en) * 2005-03-14 2006-09-14 Concrete Pier System, Llc Concrete post anchor

Family Cites Families (39)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1561193A (en) * 1925-06-05 1925-11-10 George B Spring Reenforcement for poles
US1811899A (en) * 1927-02-05 1931-06-30 George B Spring Reenforcement for poles
US2110863A (en) * 1935-07-29 1938-03-15 George F Barnett Studding socket
US3413773A (en) * 1966-10-07 1968-12-03 Gerald A. Fitzgerald Saddle anchor
US4117643A (en) * 1977-02-22 1978-10-03 Lamothe Surguies M Anchor bolt thread protector and sleeve system
US4202149A (en) * 1978-05-12 1980-05-13 Betrue Norman A Sr Construction device
US4199908A (en) * 1978-08-01 1980-04-29 Teeters Darrel L Post base elevator
US4192118A (en) * 1978-12-13 1980-03-11 Simpson Manufacturing Co., Inc. Holdown for attaching wood framing members to concrete foundations
US4312160A (en) * 1980-01-10 1982-01-26 June Landers Wilbanks Building structure having an improved truss assembly
FI63621C (en) * 1980-04-10 1983-07-11 Henrik Axel Backman Saett at inspaenning of betongpelare i betongsulor samt an arrangement Foer genomfoerande of saettet
US4455795A (en) * 1981-02-11 1984-06-26 Cole Robert F Post anchoring device
US4644713A (en) * 1986-01-30 1987-02-24 The Steel City Corporation Post anchor device
US4872298A (en) * 1988-02-12 1989-10-10 Klemic Jr Frank Concrete anchor bolt setting device
US4923165A (en) * 1988-05-02 1990-05-08 Cockman Boyce R Stabilized post anchor
US4924648A (en) * 1989-03-09 1990-05-15 Simpson Strong-Tie Company, Inc. Standoff timber base connection
US5337534A (en) * 1992-10-28 1994-08-16 Gerald Nasca Reversible foundation bolt holder
US5375384A (en) * 1993-01-22 1994-12-27 Wolfson; Yehuda Holdown apparatus for a shear wall
US5749189A (en) * 1993-06-18 1998-05-12 Dekont Teknik Ab Post device
US5501048A (en) * 1993-09-30 1996-03-26 Nakanishi Construction Company Structural joint and connector
US5575130A (en) * 1994-07-01 1996-11-19 Chiodo; Daniel J. Anchor device
US5970677A (en) * 1994-07-06 1999-10-26 Masters; William C. Tie connector for modular buildings
JP3002107B2 (en) * 1994-12-19 2000-01-24 勤伍 内藤 Column base structure and the column base method
US5699639A (en) * 1995-12-14 1997-12-23 Fernandez; Roger Adjustable anchorage for trusses
US5765333A (en) * 1996-04-03 1998-06-16 Cunningham; Dale W. Unitized post and panel building system
US5740645A (en) * 1997-01-08 1998-04-21 Raby; David Michael J-bolt form
US6658806B1 (en) * 2000-07-21 2003-12-09 Simpson Strong-Tie Company, Inc. Support for a strap holdown
US6625945B2 (en) * 2000-08-08 2003-09-30 Alfred D. Commins Balanced, multi-stud hold-down
US7137228B2 (en) * 2000-10-02 2006-11-21 Wagner David F Safety cover for post brackets, column base connectors, and the like
US6513290B2 (en) * 2000-12-03 2003-02-04 Simpson Strong-Tie Company, Inc. Concentric holdown
US20030136068A1 (en) * 2001-11-29 2003-07-24 Forbis John T. Internal compression mount for hollow posts
US6964139B2 (en) * 2002-02-28 2005-11-15 Perma-Column, Inc. Precast concrete column for use in post-frame construction
US7300230B2 (en) * 2003-08-11 2007-11-27 Chin Chai Ong Pile anchor head for an underpinning pile and method of preloading the same
US7296386B2 (en) * 2004-08-17 2007-11-20 Simpson Strong-Tie Co., Inc. Concentric holdown connection
US7090435B2 (en) * 2004-09-24 2006-08-15 Leroy Mitchell Method and apparatus for raising, leveling, and supporting displaced foundation allowing for readjustment after installation
US7168343B2 (en) * 2005-03-09 2007-01-30 Simpson Strong-Tie Company, Inc. Limited access building connection
US20070084137A1 (en) * 2005-03-15 2007-04-19 Res-Q-Jack, Inc. Post support and stabilization
US7980034B2 (en) * 2005-05-02 2011-07-19 Morton Buildings, Inc. Structural column with footing stilt background of the invention
US7621097B2 (en) * 2006-11-07 2009-11-24 Weston Wilhour System and method for casting column bases for a post frame structure
USD607711S1 (en) * 2009-02-25 2010-01-12 David Adams Deck leveling saddle

Patent Citations (67)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US284219A (en) * 1883-09-04 Anchoring-socket for fence-posts
US405658A (en) * 1889-06-18 Pole or post protector
US498559A (en) * 1893-05-30 Bridge-post
US519445A (en) * 1894-05-08 Base for fence-posts
US887217A (en) * 1908-01-03 1908-05-12 William A Oliphant Post.
US976879A (en) * 1909-06-07 1910-11-29 Hardin M Hughs Base for poles or posts.
US985681A (en) * 1909-12-07 1911-02-28 Valentine Konopinski Pole-protector.
US1243933A (en) * 1916-04-14 1917-10-23 George Harding Apparatus for reinforcing poles.
US1290563A (en) * 1917-03-26 1919-01-07 Harry James Pole-anchoring base.
US1292012A (en) * 1917-11-07 1919-01-21 Alexander C Morris Post-support.
US1358951A (en) * 1918-07-29 1920-11-16 Daniel P Helmich Pier
US1564109A (en) * 1921-08-12 1925-12-01 Ponsolle Leon Post base
US1555945A (en) * 1923-12-08 1925-10-06 Cuttle Francis Pole support
US1544863A (en) * 1924-04-28 1925-07-07 Ross Alfred Reenforced-concrete pole base
US1599250A (en) * 1925-04-25 1926-09-07 Schatz Anton Partitioned pedestal of armored concrete for masts
US1979580A (en) * 1931-03-19 1934-11-06 Eastern Malleable Iron Company Pole mounting
US1965639A (en) * 1933-08-19 1934-07-10 Glass Matthew Clothespole socket
US2135389A (en) * 1937-06-23 1938-11-01 Dempsey Clarence Michael Cement and iron combined post base
US2826281A (en) * 1954-03-09 1958-03-11 Albert C Green Support or anchors for vertical columns or the like
US2790524A (en) * 1955-07-26 1957-04-30 Herrschaft William Structural supports
US2947149A (en) * 1958-02-11 1960-08-02 Jr Lowell J Barkley Pile with self-spreading anchors
US3332247A (en) * 1964-02-14 1967-07-25 Proctor Edward Augustus Piles
US3342444A (en) * 1965-07-12 1967-09-19 Allen W Key Post stabilizer
US3514911A (en) * 1968-05-06 1970-06-02 Gerole Intern Inc Line pole rock anchor brackets
US4004383A (en) * 1974-11-08 1977-01-25 Tsuguhiko Watanabe Method and device for anchoring a strut
US4047356A (en) * 1975-12-22 1977-09-13 Depirro Mario Louis Post footing form holder and stabilizer system
US4099354A (en) * 1975-12-22 1978-07-11 Depirro Mario Louis Post footing form holder and stabilizer system
US4156332A (en) * 1977-08-29 1979-05-29 Thompson Earl M Knockdown sign post assembly
US4120125A (en) * 1977-11-10 1978-10-17 Joseph Cvetan Post support
US4218858A (en) * 1978-12-13 1980-08-26 Tri-Steel Fabricators Ltd. Tri-anchor bracket for poles
US4229919A (en) * 1979-02-12 1980-10-28 Oakwood Manufacturing, Inc. Kit of components for interconnecting structural members, and method of utilizing same
US4272929A (en) * 1979-08-23 1981-06-16 Hanson Bror H Tower and method of construction
US4387543A (en) * 1981-02-05 1983-06-14 P. H. Bowman Co., Inc. Anchor bracket
US4543757A (en) * 1983-08-08 1985-10-01 Cosgrove Eunice M Post support and protector
US4570409A (en) * 1983-12-07 1986-02-18 Palm Harbor Homes, Inc. Foundation system for modular and mobile housing
US4646489A (en) * 1986-02-07 1987-03-03 Feller Duane D Plastic fence post bottom repair device
US5027575A (en) * 1988-06-14 1991-07-02 Team, Inc. Method and apparatus for composite pole repair
USRE35322E (en) * 1988-06-14 1996-09-03 Richard C. Hannay Method and apparatus for composite pole repair
US5050356A (en) * 1988-07-19 1991-09-24 Houston Industries Incorporated Immured foundation
US5020605A (en) * 1989-10-19 1991-06-04 Product Research And Development Post driver and methodology
US5060435A (en) * 1990-02-15 1991-10-29 Bogdanow Anatol L Bracket for support of vertical pole
US5039256A (en) * 1990-03-15 1991-08-13 Richard Gagliano Pinned foundation system
US5396743A (en) * 1990-10-22 1995-03-14 Bellette; Rodney W. Anchorage device for use in sand or sandy soils
US5133164A (en) * 1990-12-14 1992-07-28 Tri-Steel Industries Inc. Pole anchoring system
US5104265A (en) * 1991-04-30 1992-04-14 Halloran Jr Charles F Channel sign post socket and method of installing sign post
US5203817A (en) * 1992-01-27 1993-04-20 Joe Klumpjan Fence post bracket
US5404682A (en) * 1992-03-24 1995-04-11 West; Ronald R. Adjustable mounting for a post system
US5426267A (en) * 1992-11-05 1995-06-20 Underhill; George R. Highway and airport sound barriers
US5456051A (en) * 1994-01-03 1995-10-10 Lowtech Corporation, Inc. Compression spacer for bar reinforcement
US5392573A (en) * 1994-03-14 1995-02-28 Gould; William W. Concrete anchoring bolt
US5547315A (en) * 1994-07-08 1996-08-20 Halloran, Jr.; Charles F. Post anchor
US5542549A (en) * 1994-11-22 1996-08-06 The Siemon Company Cross connect frame for communication connector blocks and other devices
US5666774A (en) * 1995-06-30 1997-09-16 Simpson Strong-Tie Company, Inc. Adjustable support system
US5636482A (en) * 1995-09-11 1997-06-10 Klager; James E. Wood fence post repair device and method
US6098351A (en) * 1996-04-04 2000-08-08 Mills; Richard E. Grade-level rot-resistant shrink-wrapped wooden posts
US6202369B1 (en) * 1996-08-21 2001-03-20 Stanley E. Partee Universal anchor system
US6398392B2 (en) * 1996-09-16 2002-06-04 Musco Corporation Ballast box pole mounting system
US5857664A (en) * 1997-04-03 1999-01-12 Schauman; Tor Fence system
US6089973A (en) * 1998-07-23 2000-07-18 Sps Corporation Greenhouse venting system
US5901525A (en) * 1998-11-13 1999-05-11 Robert L. Consolini Elevated base for column support
US6161360A (en) * 1999-05-20 2000-12-19 Smith; Earl D. Apparatus for supporting reinforcement bar
US6401411B1 (en) * 2000-06-02 2002-06-11 Walpole Woodworkers, Inc. Post base
US6585454B1 (en) * 2000-10-04 2003-07-01 John D. Fisher Apparatus and method for anchoring a dock
US6732673B2 (en) * 2002-02-27 2004-05-11 Flexstake, Inc. Drivable post and marker
US20060201087A1 (en) * 2005-03-14 2006-09-14 Concrete Pier System, Llc Concrete post anchor
US7444787B2 (en) * 2005-03-14 2008-11-04 Concrete Pier System, Llc. Concrete post anchor
US7454872B2 (en) * 2005-03-14 2008-11-25 Concrete Pier System, Llc Concrete post anchor

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8347571B2 (en) * 2005-05-02 2013-01-08 Morton Buildings, Inc. Structural column with footing stilt
US20120085050A1 (en) * 2010-10-07 2012-04-12 Robert Greenwood Modular consumer assembled stamped metal post base that allows framing before concrete is poured
US8584413B1 (en) * 2011-01-31 2013-11-19 William R. Keller, Sr. Easily connectable anchor and pillblock replacement for an embedded wooden post
US8141830B1 (en) * 2011-04-22 2012-03-27 Hudson Robert E Corner pole bracket system
US9540814B2 (en) 2012-06-08 2017-01-10 Perma-Column, Inc Foundation column
US20150361684A1 (en) * 2013-02-21 2015-12-17 EML Products Inc. Sleeves for sign posts
US9574312B2 (en) * 2013-02-21 2017-02-21 EML Products Inc. Sleeves for sign posts
US20150093184A1 (en) * 2013-09-30 2015-04-02 Drew P. HENRY Hollow connector sleeve with interlocking components
US9719257B2 (en) 2013-12-06 2017-08-01 Jack Walters & Sons, Corp. Friction fit composite column
US20160319564A1 (en) * 2015-03-05 2016-11-03 Western Timber Frame, Inc. Self-adjusting metal wrap for wooden posts

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US20120151871A1 (en) 2012-06-21 application
US8347571B2 (en) 2013-01-08 grant
US8347584B2 (en) 2013-01-08 grant
US20060236647A1 (en) 2006-10-26 application
US20110296770A1 (en) 2011-12-08 application

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